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HomeMy WebLinkAbout40827-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 —4.sets of Building Plans— TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Survey - SoutholdTown.NorthFork.net PERMIT NO. Check — .Septic Form - N.Y.S.D.E.C---.--..-- Trustees C.O.Application--. Examined 20 Flood Permit Single&Svaratc­­ Approved Contact:Storm-Water Assessment Form Mail Disapproved a/c Expiration_ 1 20 Building Inspector JUN 14 2016 APPLICATION FOR BUILDING PERMIT Date BUTLDING DEM INSTRUCTIONS 2 0 TOWN OF SOUMOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Ceri i ficate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing co and reg tions,and to admit authorized inspectors on premises and in building for necessary inspections, (Signature u1'applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,Car:C11i3tCD&ngineer,general contractor,electrician,plumber or builder ..................... ............... ........... Name of owner of premises L L LiUAOC15 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer ...................... (Name and title of corporate officer) Builders License No. ----- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on wh c ,ork will be done: House Number Street Hamlet County Tax Map No. 1000 Section /y Block_____I__ Lot Z Subdivision ' d t .m.. Filed Map No.... .°? ........ Lot V T - P c 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy­j!? t....... ....... .._ _.... .._.. .. .._____.__......._._....... .... b. Intended use and occupancy "' 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 00 V Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars ry® r 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front ®� Rear, r3- 0' Depth Height t Number of Stories Iz- Dimensions of same structure with alterations or additions: Front '" o'�t"r heart `` Depth Height Number of St ri t " l 8. Dimensions of entire new construction:Front Z' Rear D+,a Height Number of Stories -2- 9. 2 -9. Size of lot:Front /00 Rear ( t5 ,�? Depth Z d 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated - 40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO t 14.Names of Owner of premises' i L r41 Addressrttu i�' i`rc$ne No. Name of Architect G 'S Address`l�r� o '2..1 Fa Phone No--:21,2="ZCfi�[ Name of Contractor Address Phone No, 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines, 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the q®.� (Contractor kgen �,,pol Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this / NO.01 DW6306900 t1ALIFI'ED IN SUFFOLK COUNTY ( f�!day off i} 20 t "lIssloNExPIREs�uNE3o,2O v Notary Public Signature of Applicant _ w r Scott A. Russell ST(0�)[�A�1[\�vA\�C')E)[� �. w SUPERVISOR N ' �, , i J AMIAN AG)EM[)ENT SOUTHOLD TOWN HALL-P.O-Box 1179 � 1 >! s Town of,Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 `� �`"� � ���� � apt; CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET %Y 201 ( TO BE COMPLETED BY THE APPLICANT ) IDES TRIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. CIearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area_ E. Site preparation within the one-hundred-year floodplain as depicted --ten 1i ISM-Ma �f an wa# rcQu -se: - -- - ............F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered O to l of the cltiabove, STOP! the Applicant tlotrName, Sigature, Contact Information, Date & County Tag Map Number! Chapter 236 does not to your project If You answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with -your Building Permit Application. APPLICANT: (Property, - S.C_T.M. *: 1000 Date Owner, s➢gtt ProteianatAgen1'„Contractor,Other) District NAME " 049 �Oe7— SectionAl Block Lot �tw, am�rweuerx :<:�:Rz t-n t t. r ,- �- - rOR BUILD,NG t3EPARTWENT I.SL ONL i' ""�' Contact Information: �p� t'�Z-1 ����', :TcI�A,me it�,nti:ri Reviewed By: Pr o�tArit�ros I Lo.� tton.. of Construction Work: Date: _ AP toP processing Building tdg Permit. R � orrowaerMagemenlontof � J Plan Not Required.. Storm (Fwater Management Control Plan is Re qutred- orwardd to Engineering Department for Review.) FORM # SMCP -TOS MAY 2014 Q ;G41 -Z CD 0- n rb < rD 97' n m (4 0- r- M c- -3 0 t 0 Ln ri 0 < CD 0 0 0 0 x x 0' 0 :E CL (-D Lr n en 0 rl r, fl,r, o o n C) C.) CD (-D rD V. 0 (p 0 fl 0 0 a 0* 0 0 0 C-) ::E o CD 90 7r; ,. - Ll 13 Z - n n rD a, ID Cl)01 0 Va Q 3 ET 0 0 CL =1 D 0. v rD cn 0 CL U--Q no IC nD < rD D rD 0 cc CD co C rD CL D - - , - -E - c '-- o 0 -0 o o r) rD CL 0 -4 .0 -0 7-7 n -0 -T- .......... 0, 0 o 0 X r'r r) e'r. t�� eq uQ nA < 2. m o r�, q cD ('Q ' CD (r V. ty� n I I'j 3- n I> - 0 (n U) 66 n CD 0 0 0 2 Er cli 0 CD < inO 0 w r7 o—, 0 �0 0 cr C" . C: C) E; . - z' ET 3 W 0 -, z rD CD M ap Er w �u 0 -- `r° - t Poe, Q. - -0 =;- ca. CL - -C t3� CD ;4 7v- 0 0 , rD (r. CL w F3 < (n -1 0 w rD Lr SD �T C'. M CD rD C-D 03 em o' CA > 0 w o 0 :T QQ rb -0 0 O CL (n J�. CD < 0 0 F - CD ra CID -1 rb 0 0 rD Cn D C:) CD cr R P M CD w (7D QQ n3 fll > CL fr 0 CD 0 rD (f B Er. CL iu w CD tt� - - C: SD x go c rb '3Ul i CL C: - C-_ CD 0 ET W - - CL :.s o OQ Pi r 90 ET 0 D f A CA, 4SW, 0 0 C: D wrD :3 03 a CD 0 0 CL cr C) era O CL 27 rD 'D C It E; Z3 C' ev M di (n o' ZED V n 0 W cr CD (D o '0 -3 CD 0 M CD < ('D K =S CD M elk 00 D w P-) PC CD =$ PD D > rD -0 UQ 0 0 CD (D 3, CD CD X CD CD :1 I.M ('D , '= 2, f2l P.. r" rD I �Z- q C) 0 0 56 FT-0 0 CD -0- -a -0 -< c) rD 0 Lp )v 0 C, rD u: < - O c CD (n (n C: V 0- CD CD -Z 0 -0 rD 7V 0 FD E3 0 rD rb CD Gp' � bRAINAGE INSPECTIONS ARE � W 98nt Engineeringt 765-1560 REQUIRED Backfill, Provide Certificationre that the drainage has been installed oCode. < r _96 EROStON &SEDIMENT CONTROLS Shall include t not be limited t `_ 94 well maintained Construction Entrance, \J4_ Wire Backed Silt Fencing,stabilization& \ Seeding exposed ./ inactive soils. \ ®o. \92— _, IT APPROVALX92 + 1 MANAGEMENT Cts O P N n ap Date: � ,/ , C APPmved br. r 4�GE OF PAIEMFN' PREPARED IN ACCORC WddTH �r- OMU�1 STANDARDS FOR Tr AI'"ED THE fl.C.A.L.S. A PTSD ,--4 TMMITFO STR� � FOR SUCH usF " ND , PUBLIC iIO IN71 TITLE ASCII ON, "° .... N.Y.S. Lic. No. 50467 UNAU"I"HORIZED ALTERATPON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC nON 7209 OF THE NEW YORK STATE FNat1han Taft Corwin III EDUCATION LAW, COPIES OF THIS SURVEYMAP NOT SFARINO Land Surveyor THE LAND SURVEYOR'S ENKED SEAL OR EMBOSSED SEAL SHALL. NOT DE CONSOOERET7 TO HE A VALID TRUE COPY IPCERTREF^ATONSAINDI A ED HEREON SHALL TO THERUN Successor To: Stanley J. �Isoksen, Jr. L ONLY TO THE PERSON' FOR WHOM THE SURVEY Joseph A. Ingegno L.S. TIF1 E COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — LENDING INSIMUTION LISTED HEREON AND, Site Plans Construction Layout Y T&vMt HE A551GNEES Of THE LENDING GNSEV w P14f)Hr (F,711797_onnn �4 PGS` N� ro v DRAINAGE INSPECTIONS ARE REQUIRED Contact Engineering t 765 -1560 before Backfill, OR ProvideEngineer's Certification ®, that the drainage has been installed o Code. —96 EROSION &SEDIMENT-CONTROLS 1 Shall include but not be limited : 94 A well maintained Construction Entrance, X94 IT ire Backed Siltstabilization r, Seeding f ® rinactive soils. ®o t ®0. APP \92— 9� SToRMWATIER MANAGEMENT CONTRO P N _ ni C Date• APProved by.. x a PREPARED IN ACCORD MTH TH I IMUM VVSTANDARDS FOR TO A HED BY THE S. A P . FOR SUCHH US US "I � tSg LtO y lT tt SUN5I C TITLE ASSOC Of8 •• _ N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR A913DF00N TO THOS SURVEY IS A VIOLATION OF SECT00N 7209 OF THE NEW YORKS'rATE Nathan Taft EDUCATION LAW., COPIES LS OF THRS ; SLIRV Y E IAP NOT LTI.ARING Fr m owmw�i n 1711 THE LAND SURVEYOR'S INKED SEAL OR Land' Surveyor EMBOSSED SM SHALL NOT BE CONSIDERED ���,,,..... TO BE A VALID TRUE COPY, CE.RTIF'C.ATIONS WDITAT"ED HEREON SHALL RUN Successor To: Stanley J. isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. 6 PREPARED, AND ON I-ItlS BEHALF TO THE TITLE COMGPA�N, GOVERNMENTAL AGENCY AND Tette Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSeGNEES OF THE LENDNG INSTI P nhlF (a�11777_9non GfM� Town Hall Annex `' Telephone(531-1802 54375 Main Road m Fax(631)734-9502 P_ O_ Box 1179 Zot Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICEILI TI TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION / I CONSTRUCTION Date: t Owner: i UL Location of Property: _ 1 Please ta--qkp notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (Gheck applicable line): `I Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following to tions) (check applicable line): Floor framing, including girders and beams ( ) Roof framing (R) Floor and roof framing (F ) Signature: , Name (person submitting this form): I'L4,� _kk _ Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 ' REScheck Software Version ■ ■ C�J( Compliance r if t Project Lavanos Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,319 ft2 Glazing Area 16% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Summit Drive Bill Lavanos Charles Thomas Mattituck, NY C M Thomas, Architect 206 Lincoln Street Riverhead, NY 11901 631 727 7993 cdthomas63@aol.com MMEM MMMMMM Compliance: 16.0%Better Than Code Maximum UA: 726 Your UA: 610 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelop A,ss!emblies Will 11101 !!'!111 IN ==MENEM= Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,384 19.0 0.0 0.047 112 Wall 1: Wood Frame, 16" D.C. 2,940 21.0 0.0 0.057 135 Window 1:Wood Frame:Double Pane with Low-E 315 0.300 95 Door 1: Glass 260 0.270 70 Wall 2: Wood Frame, 16" D.C. 1,692 21.0 0.0 0.057 86 Window 2:Wood Frame:Double Pane with Low-E 180 0.300 54 Ceiling 1: Flat Ceiling or Scissor Truss 1,935 38.0 0.0 0.030 58 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildir)g"has been delined to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.§,'2 and,,t6 Cow pUy with the mandatory requirements listed in the EScheck Inspection Checklist. Name-TRIe Sticture [bate Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos resident .r"ck Pagel of 6 REScheck Software Version 4.6.2 nspectoon Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. e do Pl e 'rifled � r41 ki o' ments/ ssurn lgnso 11 103.2 o aii ii/ i'iii 1 'Construction drawings and �������%��j�����j�//�/❑Complies [PR1] 'documentation sufficiently %J UDoes Not demonstrates energy code %/� „ �j� ; ❑Not Observable L compliance for the building envelope, i�'��f��%� / ��<❑Not Applicable 103.2, Construction drawings and ❑Cam plies 403.7 documentation sufficiently � � 1 gY ❑Does Not [PR3] �demonstrates energy code ❑Not Observable i compliance for lighting and mechanical systems. Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑�gComplies PI -sized per ACCA Manual S based Btu/hr Btu/hr ODoes Not on loads per ACCA Manual J or Cooling: Cooling: other approved methods. (❑Not Observable Btu/hr Btu/hr �❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 2 of 6 Seltlon Fdtindatlo;rti In pittloni P# s Cornm nts/Assump (o s .Iw 34J,®'2' 1Exposed foundation insulation ❑Complies (FOUP protection. IlDoes Not ❑Not Observable' G INot Applicable Ow Snow melt controls. ❑Complies [Ft ) []Does Not r ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1Kq a Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact (Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 3 of 6 'S d., Plans Fief; a Ild t in / 64gh In Iles ttion torrPlies?, tom is IA sump twpns 402.4.4 Fenestration that is not site built [FR2011 is listed and labeled as AAMA/WDMA/CSA 101/LS.2/A440 or has infiltration rates er NFR ! �� � �❑Not Observable ; 400 that do not exceed code 1/�, /� i1- '❑Not Applicable ;limits. 49245 IC-rated recessed lighting fb'xturesrOComplies FRI:Fw)7, sealed at housing/interior finish ��� � FIDoes Not and labeled to indicate&It;= cfm leakage 75 Pa. �,> / �� []Not Observable � � �/ []Not A licable 403.2.2 /,� ,, , , ,All joints and seams of air ducts %���° �/%/!�` % i; 1 %��� ���� �� „�/ /,❑CompIGes 1[FR13]1 air handlers,filter boxes,and � ����/ ❑Does Not g %� buildin cavities used as return �/ i�;// ':ducts are sealed. �� � �❑Not Observable , Not Applicable 403,2.3 Building cavities are not used asCfiComp lies )FRI5) !ducts or plenums. � %/�/ � ���������� ���❑'Does Not Observable Applicable 4013 HVAC piping conveying fluids R- R- ;©Complies CFRI2)" above 105°F or chilled fluids Does Not below 55°F are insulated to R-3. ❑Not Observable j❑Not Applicable i 403.4 Circulating service hot water R- R- _ nCo opll s �(FRt ) pipes are insulated to R-2. Not ❑Not Observable _ ;❑Not Applicable Automatic or gravity dampers are%!"'j%%� '!""'"' %�%j �l% ' 0%�® (JFRISfm installed on all outdoor air � � �� �� Complies r ; es Not intakes and exhausts. �� Observable Applicable Additional Comments/Assumptions: 1 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 4 of 6 lansula't'I p i sp ectlorrt oa lje ? Gm e6fslAMptiOn ieq'ID . ;0 .„l 1All installed insulation labeled or ❑Compiiies (I installed R-values provided. :❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Nmpact(Tier 2) Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 5 of 6 S�ect lon l etf f"ied, ennifi**d it l ,, (an,pr vision C0urnupf6e "� 'Co rim, ehtssj sump clon ` llro+ doe, 402.4.2, °Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result :❑Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This 'requirement may instead be met ' ❑Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm cfm ❑Complies [FI4]1 I construction with maximum ❑Does Not C: leakage of 8 cfm to outdoors, or 12 cfm across systems. For :❑Not Observable rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats !%!/i "'0 " ' / % ' '❑Com lies I1[912 installed on forced air furnaces. 1 /;J � j ❑Does Not , ' `� ,� % / � ,��j , ,,❑Not Observable pp ❑Not Applicable 403,;1.2 Heat pump thermostat installed ❑Complies 111612 on heat pumps. []Does Not �� /� Not Observable EI tNot Applicable 403.4 Circulatingservice hot water f"' //' ii%" '' 'i' i' i ��/ /,,,/ / //❑Complies �F1.111� !systems have automatic or "�" /i� / ' ilii%i , / / ❑Does Not accessible manual controls. []Not Observable "�%% �� []Not PP A licable 401.3 ,Compliancecertificate olst:d. ❑!Complies [ � ❑Does Not A ❑'...,Not Observable , ®Not Applicable ❑Complies 303.3 Manufacturer manuals for [F111mechanical and water heating ❑Does Not :equipment have beenProvided ! ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lava nos residence.rck Page 6 of 6 2010 New 'Yorlk Nj� Energy Conservation Construction Code Energy Certificate Above-Grade Wall -21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): MMMMSMMMMMMM���� Window 0.30 Door 0.27 MOM '''111111M Heating System: Cooling System• Water Heater: Name: Date: Comments -92 "oY —94 E %r y ISE PROPOSED LOT COVERACE oavk„'(�/'` 96 OVER TOTAL LOT AREA = 29,033 sq, ft. _ .. cLLes32c .2a DESCRIPTION AREA % LOT COVERAGE f v �{ EXIST. GARAGE 535 sq, ft. 1.9% EXIST. SHED ...�._.�... ... 150 sq. ft �--..._ 0.5% ......_ f � s P f �..q ,-. �...— . PROP. HOUSE W PORCHES 2,974 s ft. 10. A SS 720 s ft. 2.5% 15Od"v PROP. POOL q• m�' � ,mac • iE57 r `y`' �f`CDJ �• ° CLQ �� r �4 PGP oA? ID Y / 98 vL v� c %Aj L tvur— -su \gs.. _ _._9euNpTIfYLBf.4Ct;1L4N1'fhsll"T��kYklP,f�„ II"01 Y&16A1o'T .. ........._._ it TN aVC L.Iro tE' ,$ 9 Pmmin i P Qm�.EOk F8 M7.@'Ir+t J OFK�d Fu �7 r +X:a m FOR Na 94 �h \ u AT'F �`,.0�0. A. �"Tw"VO'QtJ»T9_W fw'�„�• �it'��;§�� ..��.��.,� _ FbMAY,&d74)m Rre T QJ�'Ea�c�uN \92— {\3 92 mEXPI(TT S THREE YEARS FROM EXTE OF APPU,"4 VAI e`3. L5'pI' ' E.9GE'Cf VPVEM6NL w s, K' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SUI;�IE*T"'-#5'1=5TAdll 11EI) 3p` BY THE LIAL..S.ANp AlP„;'Oh.'.Fr�'14"I+�..LL,tOa FOR SUCH USE BY-iTF R",.,^'d45..,?TtlST 'nn.E ASNuaIATloNsfG „y ov�dt+TES IN �✓ V N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin Ill SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARVNG Land Surveyor 1HE LAND SURVEYOR'S INKED SEAL OR'. _.....�-_. .�. _.._�....._ EVE.,SSWD SEAT.SHALL NOT 6E.CONSIDERED TO RE A VALID TRUE COPY. CERTIFICATIONS INDICATES HERkON SHALL.RUN Successor To: Stanley J. sakeen, Jr. L.S. ONLY TO THE PERSON FOR WHOV THE SURVEY Joseph A. Ingegno L.S. IS P'REFARED,AND ON HIS BEHALF TO THE TLE OCINPANv GOVERNMFN"AL A ENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING mSTITTJTICN LISTED ttEFON.AND Fax 631 727-1727 TO THE�AS5CN,IES GF Lri LENMNG INST- PHONE (831)727-2090 t ) TUr7QN� Cr R'"FICA'TCNs ARE NOT TRANSFERAB'L'E MAILING ADDRESS OFFICES LOCATED AT' THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Boa 16 AND/OR EASEMENTS OF RECORD, IF James ort, New York 11947 Jomespart, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. p ... �.. — _._— 23 18701 ARCHITECT IIII III Mill REVISIO D E S C R I P T ION 12 10 C04 F CrICIN ISHINI3 E R 01 ej��S CIEDIAP FfE P NSIN 001 9'-0" CLG HEIGHT T.O. WINDOWS FIE]] IIIIIIIIIIIII ® n�; C 14 C W 14 C 14 C 14 C 14 C 14 MIS 0 0 CXW 15 CN CN CN CN E A PE E TI N NG 0 FI 1 145 145 145 145 'vl 00 CXW 145 CXW 145 M R P F N S DI j - - - - - - - - - 11L=====J I S AN IN A A R 0 I IN ;TA IDIG SE M PE RO coP 0 T.O. SECOND FLOOR 10'-0" PLATE HEIGHT T.O. WINDOWS C P F C N SDjilij N " b CXW 15 CX 145 CX 145 CX 145 E A R E 0 I I G CX 145 CX 145 CX 145 DOOR X 4" WINDOW AND SURROUNDS � U mLi � SWEEP SHINGLES OVER E R E I c 1"X10" BELT BOARD O U U U / T.O. FIRST FLOOR SEE DETAIL O JjW T;aCZ*) A_ GRADE (n CULTURED STONE VENEER U I W W 0 E F R O N T E L E V A T I O N 0 W z 1 SCALE: 1/4" = 1'-0" rr U � Q UQ C A R C O I LER 0 1 12 s 10 / \ 12 _. C 13 C 13 11 Ill IIIII 11 11 Hill ill Ilil 11 11111-111111 1111111 11 1 1 1 9'-0" CLG HEIGHT T.O. WINDOWS U U CX 155 CX 155 CX CX o 155 155 36" HIG C.- RAIL 36" HIGH C B E IAILI T Ill 11 o CXW �lX5 W CXW CXW CXW CXW CX GharIes M . Thomas—dii155 LL5 155 155 155 155 155 a r c h i t e c t T.O. SECOND FLOOR PO BOX 817 JAMESPORT, NY 11947 (631) 127-7993 10'-0" PLATE HEIGHT P FC N SD PROJECT T.O. WINDOWS 0 I 0 CX 16 CX 1fi ELEVATIONS ULJ U U T.O. FIRST FLOOR I DATE: 09/24/15 N PROJECT No. DRAWING BY. F. SOLIS CHK BY. DWG No. E REAR ELEVATION [9-FO-0-11-FO-01 2 SCALE: 1/4" = 1'-0" t OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ARCHITECT 21'-6" REVISIO DESCRIP T ION (3) 14" ML W W I N I O M U � O BLUESTONE o ® COVERED PORCH I N M N v 10'-9" 10'-9" rn I I 16'-10" 35'-2" _ LINE OF CANT FLOOR ABOVE_ (3) 14" M L FLUSH 5'-8j 6'-8j' 6'-8 10'-3 of zz 8'-6" 8'-4" 5'-9" 18080 FOLDING UTSWING DOORS iv U BLU STONE PATIO W FE (3) 14" ML HDR M O e to (3) 14 ML 23'-7 00 00 o ® 3 00 N -1x e �p U Roo UNE OF CANT OOR ABOVE fO ri DINING o BLUES ONE N r — in C COVERED PORCH v =I FWG os M " ^ 0 o FW 080 FW 080 FW 80 (3) 14 ML FLUSH _ o I in ® (3) 12" HDR (3) 12 ML HDR (3) 12" HDR (3) 12" ML HDR 14" TJI JOISTS 360 SERIES I ® 16" OC.4L N O) CX 16 FW 080 CX 16 00 I FRIG I I DW — a U " Z Id I F- `a) (3) 12" L HDR C L C4 toII N I r W DN x co= I III III I o I W 00 I I S O SMOKE I I S L A N D S �—DETECTOR = N W GREAT o I I 8'-0" — N W O W J N ROOM N II L M W N 0 0 0 I 20'-6" W Z O CU ip OLO JR MASTER o 12� 11'-10" — q@ ► KI =TCHEN BEDROOM ® � III � F- SMOKE F- ~ 3'-4" i7 SO DETECTOR x e =I' cl) Q I — WINE WET BAR ° — $4EN- — - -REF— — — — — — — —I 0 o 1s-o" 23'-2" CLOSET POWD 4'-0" L Hoo x — — 50 '_g" o J 8'—C" zIILIYL U 6'-2" 4" 3'-6" — — — N (3) 12" ML 3-9" PANTRY ZCA:�R LAUNDRY(— _- - - _- - - - -- 6'-10"CX 15SMOKE - - II IISMOKE ILI N CA "W.I�' CLOS I I J I I (3) 12 ML STAIR HALL i i O`_DETECTOR = �_ W FOYER �, U D _ I I 7R 3 14" ML FLUSH 5 � ROOM 3 14" ML FLUSH _ _ 100 NeN ,���� —1 LI � CX 45 2"Xs" rr CX 45 S wER BATH CLOSET c) I ��o Allo ` . _` -> 3'-1 p 6'-8" ao l0 t5 is N A HDR SMOKE CX 45 CX 45 ci CX 45 CX 45 JL o 0 00 I = I / N ® ` I (3) 2" 10" HDR Charles M . Thomas a r c h i t e c t PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 PROJECT 3'-0" 3'-0" 5'-2" 7'-8" 5'-2" 5'-3" 5'-3" 2'-10" 12'-4" 2'-10" 2'-6" 6'-3" 7'-9" 4'-6" 6'-0" 18'-0" 10'-6" 18'-0" 21'-0" 73'-6" 2384 SF LIVING FIRST FLOOR PLAN DATE: 09/24/15 PROJECT No. DRAWNG BY. F. SOLIS P F I R S T F L 0 0 R P L A N CHK BY. 1 o. SCALE: 1/4" = 1'-0" DWG N- oo2- 00 I❑1 � ❑ 20F5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I AFtCHITEC-r REVISI D E S C R I P T ION 21'-6" 36" HI CABLE RAIL 2"X10" RR I 2"X10" RR @ 16" OC. I @ 16" OC. 0 2"X10" CIIG. JOIST _ 0 16" OC. o a = X SINGLE PLY RU BER ROOFING o iv OVER 45# ROOF FELT 0 3/4" CDX PLYWOOD x Oj SHEATHING. 9 1/2" RObbbbF RAFTERS 016"O.C. o iv o PITCH ROOF FRIM RESIDENCE M BALOONY 2'-94" 7'-11 " 7'-11 i" 2'-94" CX 155 FW 12070 CX 151 X (3) 12" L HDR to to o I I 16'-4" 35'-8" 5 M A T E R 36" HI CABLE RAIL 7—2$" 23'-7 4'-94" o B E D R O O M I � J 3'-34" 5'-8 " 5'-8 " ,n S SMOKE 2" X10"_RR �� I 2"X10" RR 12'-3" U) C40 16" OC. ECTOR @ 16' OO C. _ a x "X10" RR 2"X10" RR o CXW XW CXW CXW W CXW 1 2"X10" C G. JOIST v 16" OC. I @ 16" OC. @ 16' OC. X 155 155 155 155 155 155 in o iv 2"X10" CLG. JOIST 11' FF SINGLE PLY RdBBER ROOFING M C - o ® 16" OC. R 38 INS o O OVER 45# ROOF FELT N 3/4" CDX PLYWOOD .� 1 5 (3) 12" ML HDR (3) 12" ML HDR I x SHEATHING. 9 1/2" ROOF RAFTERS @16"O.C. L I � I PITCH ROOF FROM RESIDENCE ,�� / (3) 11 7/8" ML FLUSH (, ) w 3 11 7 8" ML FLUSH 0 \ Q A L Q 0 N Y ; " \ wI v 0 3'-9 4'-8 » ( 4'-8 31 » 0 16'-5 16'-5 \ \ aI LL r> O O O C =X \ ir I W > 0 C \ FW 70 /1- 5 N a " / O 1� a, (3) 12 HDR rn \ 20 6" I Y \\y X � �� BE ROOM BED OOM _ _ _ _� � o UlI CD W x —'� O O O N ® $ ♦_'SMOKEDETECTOR O$ —DETSM EC — — — �,=7 » \ —x O0 w O t0 ` LAM RIDGE X I N N LJrr 6�0 W.I. CLOSE y a a a IBE FR)OOM � Z // — ( 1 `� I 0 — 12" MICRO LAM RIDGESMOKE _ _ _ _ _ _ _ U O O —DETECTOR? � �-- — J QI 12"' MICRO LAM RIDGE _ — — 12" MI RO AM RIDGE 0 — 2670 LIN — — x o — O Of 9'-2" 8'-6" o o r — I POCK DR N CLOS a O � I N ?0 N U HOW HOWE N I- ® I ,O D_ 1 0 1 0- �� I to II 6'-6" I— �n 16'-0" U I 3'-8" iD 3-0" I U 2 I- - - - - Q a a ^0 O 0 O) I a a D iv I N I O.�O I � to DO, �O, 104 ® OL U > U I — y 000 O 61— / M A S T E R 10, CXW 15 a U r S H 0 E R I 3'- " O O _SMOKE I I o: O O I'I O--DSMOKE ETECTOR BATH of S DETECTOR Q $CARBON ?< w p I ©--MONOXDE I 1-0 N t2 I 10 161 O -- 1 ;n W.I. CLOSET cs�� / I \ M DETECTOR I I N ® I I N I \ \ I I 6'-2~ I I I.. I Q �J v / DN FREESTANDING of 00 0 1 v I I 36" HIGH OPEIN R IL \ 17R TUB O a 0) ( io o� - - 00 (4) 3>10"FLUSH HSR - 3'-0" 9,-6Z» �, \ LIN a \ BEL W — — — — — CLRSET. o o — — — — — — — o OPEN o a x 2: X R "X 0" RR C 14 C 4 C 14 HOWER I BATH I-' TO x N 1 0 I 1 " C. \ (0 OQ / BELOW CN ffrn Charles M . Thomas a a I c C 14 CX 14 C 14 t° N CN CxW 145 CN 145 CX 145 45 a r C h I t e- C t 145 145 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT 4'-4" 4'-4" 9'-0" 5'-3" 5'-3" 91-0" 9'-0" 5'-11" 8'-8" 6'-5" 18'-0" 10'-6" 18'-0" 21'-0" 1935 SF LIVING SECOND FL. PLAN SECO N D FL 0 0 R P L A N SCALE: 1/4" = 1'-0" DATE: 09/24/15 PROJECT No. DRAWING BY. F. SOLIS CHK BY. DWG No. [9-FO-0-3140-0-1 3OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, A'S INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, h 16'-4" 35'-8" 21'-6" 10 ARCH ITECT I I I UNEXCAVATED REVISIONS---"' D E S C R I P T I ON I I I 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL 0 I I COMPACTED POROUS FILL I I 0 N I I I I I N I I I I 16,-1 0" 0 4'-2" 0 .n 00 L 00 I I I I I F_ � 0 UNEXCAVATED I- - - - - - - - - - - - - - - - - - - - - - - - - - - - I 0 4" POURED CONCRETE SLAB OVER 6 MIL. `r — I POLYETHLENE VAPOR BARRIER ON WELLUI 2 COMPACTED POROUS FILL I— x W^p Q ( I 0 I I �� � BE M POCKETI�v� 16'-4" 10" I 10 P.C. FOUNDATION WALL 10 HIIG I ►� IW V) wD- I I — — I WITH #4 BARS 48" O.C. VERTICAL i I W - - - - - - - - - I HORIZONTAL 8" 4'-0" I ON 10"X20" POURED CONCRETE FOOTIN (— W/(2) #6 BARS CONTINUOU 14" z Til JOISTS 360 SERIES I y I 14 TJI JOISTS 360 SERIES I O 0 w ® 16 OC. I W O R-211 INSULATION ON I I mo N Z o R-21 INSULATION O O C� POURED CONCRETE STAIRS T CELLAR` I f I � ccoo Q # OF STEPS TO BE DETERMINED ON SI 4" POURED CONCRETE SLAB ''� 0-1 �--� = I r Q I I x o OVER 6 MIL. POLYETHLENE 'ol cO ¢ = Z VAPOR BARRIER ON WELL a ? M J 10 1 00 = ( 2'-4" I M N COMPACTED POROUS FILL O I U ®04 UNFINISHED z 1 n BEAM POCKET CELLAR ( b 1 I I W z I ' L J I SMOKE f O._—DETECTOR ( I u'r00 (3) 1 3/4" X 14" ML. GIRDER I z 13RDP FLUSH INTO FLOOR JSTS I — / \ I 9,_10" 7'– ' 11'-0" 8'– " 9'-0" _ _ _ _ _ v cl) lb > D r r r r TYPE "X" GYP. BD. I I — — — — 1 I – I ���B I PROVIDE 5/8' O _ _ _ .� 1 —� �,� _ 4 1 3/4 X 14 _ _ _ _ ON CEILING 0 MICROLAM GIRDER ABOVE FURNACE I o I ( L- _ I L — I FOR AT LEAST 3'-0" J J —I L, — ON ALL SIDES HWH I �L PER N.Y.S. CODE 4" DRAIN PIPED TO DRYWELL ti 6 ccnn rn of MECH J� ,�°�° TILITY ROOM I Q Q o o 3 1/2" STANDARD, STEEL PIPE COLUMN �o (3) 1 3/4" X 14" ML. GIRDER tO DIRECT VENT GAS BURNER O I R M o j ON A 30 X30"X15 DEEP � 1�R FLUSH INTO FLOOR JSTS X68 r U TI = O I I i cn POURED CONCRETE FOOTING. (TYP) x 0o I� F- 0 2 Z e _ O ®N Ml=n J � - - - - - UNEXCAVATED p 4" POURED CONCRETE SLAB OVER 6 MIL. — I I POLYETHLENE VAPOR BARRIER ON WELL L COMPACTED POROUS FILL J - - - - - - - - - - - - - UNEXCAVATED - - - - - - - - - - _ _ _ _ _ _ _ 4" POURED CONCRETE SLAB OVER 6 MIL. 1'11 6" 0 I POLYETHLENE VAPOR BARRIER ON WELL I o 8" I COMPACTED POROUS FILL I B" uD [6T8" 4'-8" 8" IF L�mmm — — — 7'-9- 2'-9" 8" 6'-8" 8" 2' 9" Charles M . Thomas a r c h i t e c t s-0. 18'-0" 10'-6" 18'-0" 21'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 73'-6" 2384 SF LIVING PROJECT E FOU NDATI ON CELLAR F L 0 0 R P L A N 4 SCALE: 1/4" = 1'-0" CELLAR PLAN DATE: 9/24/15 PROJECT No. DRAWING BY. F. SOLIS CHK BY. DWG No. 0- 004- 00 4 O 5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS 'INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. , � P f y, ARCHITECT i REVISION D E S C R I P T ION \ T- i CEDAR PERFECTION SHINGLE ROOFlN C CEDAR PERFECTION SH AGUE ROOFING SWEEP SHINGLES OVER \ CEDAR PERFECTION SIDING / 1"X10" BELT BOARD \ i \ CEDAR PERFECTION SHINGLE ROOFING SEE DETAIL C 14 / C 14 CXW 15 CXW 15 CEDAR PERFECTION SIDING o I I 36" IG111 C BLE RAIL 00 CEDAR PERFECTION SIDING 36" HIGH CABLE RAIL CEDAR PERFECTION SHINGLE ROOFING CEDAR PERFECTION SIDING ❑ AR 21 AR 21 I ■ ❑ El CEDAR PERFECTION SIDING I C 145 C 145 CXW 15 CXW 15 I CXW 16 � I [=:1]6 U 0 I o W 0 W TYPICAL ROOF CONSTRUCTION Lu z _— CEDAR PERFECTION SHINGLE ROOFING ON i"X3" f'r LATH EACH WAY OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 12" ML RIDGE 2"X10" ROOF RAFTERS 0 16" O.C. FOR WOOD STRUCTURAL PANELS — U FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET PANEL SPAN F PANEL SPAN C PANEL SPAN PANEL SPAN TYPE 2 FEET < 4 FEET < 6 FEET k< 8 FEET 0 I " ■ CT 0 16 OC w 2 1&" �j WOSPREW$ 16" 16" 12" 9" CEDAR PERFECTION SHINGLE ROOFING ON i"X3" ' llll�iiif� -T LATH EACH WAY i 2 1`2" 8 16" 16" 16" 12" OVER 151¢ ROOF FELT ON 1/2" CD PLYWOOD SHEATHING. WOWW S REWS 2X10 ROOF" RS 0 16" O.C. a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS RAFTERS TE SHALL 1EL OPPOSINGNDS OF THE WOOD STRUCTURAL PANEL. r n 14" ML FLUSH 2.�X10�� c. NAILS SHALL BE 10d COMMONOR 12d BOX NAILS CLG. JOIST U J d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY STUCCO, THEY SHALL BE i' @ 16" OC. R-38 INSUL. 5 „ \ ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SHEET ROCK WITHDRAWAL CAPACITY OF 490 POUNDS. 9'-0" CLG HEIGHT e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) 1'-4" T.O. WINDOWS u ❑ a TYPICAL WALL C TRUCTION / / N N " M A S T E R I I CEDAR PERFECTION SHINGLES HOUSE WRAP 1/2" CD X o o PLYWOOD SHEATHING ON 2X6 STUDS 0 16 O.C. m 5 M A S T E R W.I. CLOSET B E D R O O M R-19 INSULATION .) 3/4" PLYWOOD 3"X3" ALUM POSTS BY 'FEENY RAIL' 00 B A T H SINGLE PLY RUBBER ROOFING RIP 2"X4" ACQ (3 �" TO 0") LAG BOLT PER SPEC AND POST COVERS AS F' UP 24" ON REAR WALL MAIN SELECTED PER OWNER < REAR WALL I " PLYWOOD 2"X6" IFLOOATE BEYOND , MASTER SINGLE PLY RUBBER ROOFING ATOP S O OVER 45/( ROOF FELT RIP 2"X4" ACO (3 J" TO 0") BEDROOM iV J"X4" DECKING (PER OWNER) T.O. SECOND FLOOR LET IN 2"X6" ACQ NAILER _ 10'-0" PLATE HEIGHT — — 14" TJI 016"0.C. 9 1/2"TJI 01 SHEET ROCK 0 TJI FLOOR JOISTS ® i 6"O.C. (3) 1 " ML FLUSH J 11 1 2'-0" TECO EACH FLUSH JOIST Charles M . Thomas T.O. WINDOWS W/3/4 PLYWOOD SUBFLOOR 2'-0" ❑ CONNECTION W/MIN. SOUND INSULATION FIRE STOP PER NYS CODE (TYP) a r c h i t e' c t I I 12'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 LAUNDRY K I T C H E N BLUESTONE REAR PORCH 1 COVERED PORCHco PROJECT r ffft �nl 1 FFb,a,) 1 Owl 1(ireTWIRdY r I I ROOF - -T u Ir„ I � I I Iry I 1 T.O. FIRST FLOOR I I J �'atm d-t-,/A I �t t/n �-t t/�y �t,/rn 1-10 4-t-1/ty I d-t,/ry t 1/t1 HOUSE W.C. uv W. I LAV i I W.C. i LAV I wasNOt I W.c. I LAV LAv� OWER I I NB I NB I OVER N9 14" Til jasTs 360 SERIES 12'-0" IF SECOND FLOOR FOUNDATION PLAN 0 16" OC. W/ 3/4" PLYWOOD I s -tit I s t t/fs 11/f t-1/f t f s t 1-1 SUBFLOOR 4" POURED CONCRETE SLAB R-21 INSULATION 4 MILL VAPOR BARRIER COMPACT & FILL CONNECT TO APPROVED r �f I _�f F.A.I.&SANITARY SYSIEM �I-tiff Q�ri �1 I/fl I 1 t/tV I 11-1/n 2-1 C E L L A R I LAV Iow c. SIH� FRESH AIR INLET NKW,c. uv DATE: 10" P.C. FOUNDATION WALL 10' HIGH DwfR WITH #4 BARS 48" O.C. VERTICAL & HORIZONTAL FIRST FLOOR PROJECT No. �� DRAWING BY. F. SOLiS ON 10"X20 POURED CONCRETE FOOTING 1n s r 1/f r 'tt Al W/(2) #6 BARS CONTINUOUS CHK BY. DWG No. CONNECT TO APPROVED P.V.C.PIPE PITCHED 4" POURED CONCRETESLAB F.A.I.&SANITARY SYSTEM AS PER KY.&CGDE ❑_� 4 MILL VAPOR BARRIER A 0 0 5- 0 0 PLUMBING RISER DIAGRAM 5 OF 5 SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOPPLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING — R602. 7.2 STUCTURAL MEMBER ALLOWABLE DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAPIERS w/ GREATER L/iso SLOPES THAN i W/NO TOP PLATES FINISHED CEILING ASECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS ' TOP PLATE GYPSM BOARD INSTAL����IN STUD INTERIOR WALLS AND H/180 SEE DRILLING AND 16d NAIL AT 24" O.C. NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS - JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W/ PLASTER OR H 360 OF STUD DEPTH WFCM SECTION 3.3.1.1.1 / — WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE „ 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 / o JL ALL PANEL EDGES) WITH BRITTLE(b) FINISHES - T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/24O 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED Of BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the V) OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINTGYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w deflection limits herein. AND 3.3.1.4 BRIDGING �ALL NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60%) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the len ht CROSS SECTION OF CUT OR DOUTL DADEPTH, THERN STUD MUST BE BEARING PANEL EDGES g WALL CROSS SECTION OF CUTE of the cantilever. E D NO MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn CUT INTO STUD — glass or sandwich panels, the total load deflection shall not z LAP JOIST 3 IN. MIN. exceed L/60. For sandwich panels used in roofs or walls of o BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, OR BLOCKING p the total load deflection shall in � SILL PLATE JOIST .o - 16d NAIL AT 24" o.e.J INSTALLED WFCM TABLE 03DANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/,2o TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION W 00 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 .1 FIGURE 3.313 WALLCOVEBR IING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A OAD CRAWL SPACE \—SUBFLOOR FRAMING MEMBERS AT PANEL OR BASEMENT MONOLITHIC EDGES AND 12' o.c. ON ALL NOTCHING AND BORED H OLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS • FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGNOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS 0 LATERAL BRACE AT 6' O.C. � Uj � OR 8c ROOF FRAMING NON—BEARING WALLS: 8602.6 0 M FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o TYPICAL WALL, FLO JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 0 N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST Z W FASTENER SPACING SEESTUD TORAFTER Q FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS PANEL SPAN < PANEL SPAN < PANEL SPAN � PANEL SPAN ENDWALL CONNECTORS Q TYPE K 2 FEET 4 FEET 6 FEET 8 FEET 1/2' SPACING A A R QUIRED � ALLOWS i 2 1 /2" 6 16" 16" 12" 9" HOLDDOWN 10-8d WOOD SCREWS NAILS INSTALLATION HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. o 2 1 2" 8 16" 16" 16" 12" DOUBLE A A WA STUDS I-- Q WOOD STREWS AT�HIDIVRE o ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS o. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z (HDU) ° AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° ° NOTE: SIMILAR N UP ADDITION TO CONNECTORS D W c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. Co NEC R 5d COOLER NAILS AT 7 O.C. o CONNECTION AT R UIR WALL STUDS AND AT TOP AND Z 0 ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON Ld — ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° ° NAILS AT 6' D.C. FLOOR BRACING A END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS (f WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL END WALL Q e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) FIGURE 3. 7b CONNECTIONS FOR OPENINGS Qw ( WFCM ry SUBFLooR 8d NAIL AT 4 O.C. EXTERIOR WALL STRAPPING SCHEDULEENDWALL STUDS AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES I 2 FACE OF FOOTING CEILING BRACING GABLE ENDWALL NAILS ~— RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST 12" MAX. (WFCM FIGURE 3. 7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER jCD 8-8d TO STUD CONNECTION SHEAR WALLD ON 2-8d TO PLATES � L` O � FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD w O J CONNECTION - �, TOP PLATE° H NO CEILING PROVIDE RAFTER TO U w STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD `:'• RIDGE TENSION STRAP 4-8d TO PLATE o H/2 BUT NEED OT ' CENTER 2x BLOCKING RIDGE HANGERS IF p * NOTES: �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NA%S X REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1 4 0 ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° ° EXC ED 15 FT. AX. E CEED 40 FT. MA f— N o 15A f 32 WQO� ,STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o CORNER STUD I`' C `' C TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. HOLDDOWN ° O GABL A E AND ON WALL BELOW PLATE OF WALL BELOW g Z NAIL PENETRATION INTO FRAMING IS ACHIEVED. (HDU) o ° o CONNECTED TO BASED ON SHEARWALL REQUIREMENTS U ° o TRANSFER SHEAR CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING ° ° FLOOR TO FLOORFOUNDATION * INSTALL THROUGH FIRST FLOOR SHOE. ° DOUBLE )) PREFERRED METHOD ° z ATUHARUWARE CONNECTION RAFTER Q w ° J HOLD DOWN 8d NAIL AT 12" O.C. ON o ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 20 GA. STRAP— W 1 4" WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE /_16d NAIL AT RIDGE BEAM w 8 3.7a & 4.7b) PHD5 24,. O.C. RIDGE TENSION STRAP DETAIL— �8d NAILS ° TABLE . 8301 . 5 NOTES � N EACH SIDE FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 0 -- EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD. STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }� NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE • _ z A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE :2 �- REQUIREMENTS. CC GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND 0- S I m son Strong — Tie SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 C� W P SIZE PER MOST RECENT AT�O�ALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. y TABLE 8301 . 2. 2. 2. 1 ° d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT DECKS 40 (3) A35— C h i m n e Framing EDGES) ANY POINT ALONG THE TOP U e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR ® WOOD STRUCTURAL ROOF RAFTER RIDGE DETAIL WALLS. PASSENGER VEHICLE GARAGES 50 co 3 � DEAD LOADS PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ACCORDANCE WITH HANDRAIL) BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L x TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o 3 SCALE: N.T.S. NAILING SCHEDULE \__16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED Cn (TABLE 3.1, WCFM 2001 ; 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ROOF CEILING ROOF CEILING ¢ LOAD REQUIREMENT. o DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS a W ROOMS OTHER THAN SLEEPING ROOMS 40 FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR Cz WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED ROOF ONLY 1.0 1.2 AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 „ (B) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1.1 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 s. e FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. Simpson Strong — Tie PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: CORNER BRACING DETAIL EXTERIOR CORNER FRAMING 1.ORTHE FRAMEDCAREA OPEN OPEACCESSIBLE BY A NING ACCORDANCE WI HULL - DOWN sECTION 07s1TAND AY 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. CM IGH ND (TABLE 3. 1 WFCM HIGH WIND EDITION ) SILLBOR BOTTOMFPLATEOTOHFOU FOUNDATION ( ANCHOR BOLT The design of this structure is based upon prescriptive approach using the Wood Frame Construction Manual (WFCM) 2001 SBC published by The American NAILING SCHEDULE ONNECTIONS RESISTING LATERAL & SHEAR LOADSForest and Paper Association. Non- Structural lements are based upon the New GENER AL N 0 T E S: ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES) York State 'RESIDENTIAL CODE January 2010. NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2(1) on JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 1/2- ANCHOR BOLTS 30 sheet no. 1 g municipal, local zoning and building codes and ordinances LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8- ANCHOR BOLTS 45 All non engineered lumber to be Douglas Fir#2 or better having jurisdiction and best standards of construction 4-8d PER RAFTER / Wind Limitations-Section R301.2.1 # practice. RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2, for Wind-Born Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED.3. TABULATED ANCHOR BOLT Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any LT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect Live Load-Section R301.5 IN TABLE 3.170, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR 11E TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. F_ OR PANEL SIDING FOR 8d COMMON NAILS Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety (SEE NOTE 1) INCHES D.C. Exit-Section R311 precautions and programs in connection with the work, and he otf TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT4 PERIMETER E ang- Ldin Section R311.5.4 shall not be responsible for the contractors failure to carry out EDGE ZONE 16 Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE F Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by co 2-16d 24' O.C. INTERIOR ZONE 16 E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED F Guards-Section R312 and/or the building as designed without the expressed written o HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES E Smoke Alarms-Section R313 consent of the Architect. GABLE ENDWALL RAKE AND RAKE TRUSS Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 20 STUD F Flame Spread and Smoke-Section R315 insurance statutory coverage o' 3-16d PER 2X6 STUD E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 9 y p Ilcles (Worker F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL MELD (IN) Dwelling Unit Separation-Section R317 Compensation, etc.) and general liability in an mount not co 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 less than $ 5 million and automobile liability and damage z SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. P C) FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Decay-Section R319 coverage not less than $ 2 million. The Architect shall be <n MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 named insured on any and all policies. > 00 FLOOR FRAMING TO 6 INCHES o. C. Site Address-Section R321 6. Provide 0.025' of a meatal shield, other than aluminium, over fibrous Of 0000 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood in contact with concrete or masonry to be Wolmanized 4. 4 INCHES 0. C.TABULATED NAIL SPACING ASSUMES SHEATHNG ATTACHED Flood Resistant Construction-Section R324 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END MEMBERS WITH G>0.9. FOR FRAMING MEMBERS WITH OIT42<G<0.49 THENAILING SPAACIIN S SHALL BE REDUCED 8. A single station smoke detector alarm device shall be installed TO 3 INCHES O. C. Foundation-Chapter 4 in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK P Design based upon presumptive load bearing values of sandy gravel and or gravel 9• All bathroom without operable windows to be mechanically ventilated LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION at 3000 pounds as per New York State Code. THREE SECOND GUST per square foot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST "No S-EM(MPH) 85 1 90 1 100 111011201130=150 found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. or test hole, for alternative footing and foundation wall design. 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST E FIE FIE FIE FIE FIE FIE FIE F g g regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is SHEATHING RAFTER Foundation Notes: to be presented to the Owner at the completion of the b. �\ BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS P job. r (SEE NOTE 1 SPACING OR 10 0 BOX NAILS (INCHES O.C.) 5/8' Ancor Bolts (SSTB-28) See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes I d 0 ROOF SHEATHING ) (INCHES OC) 8" poured concrete foundation wall, 8'-0" high, 3000 # test and the sewage disposal system to meet Health Department standards. �J 12 s 12 6 12 6 12 6 12 16 112 12 12 12 Minimum de th-Section 403.1.4, 48' minimum coverage to to of footing 13. Do not scale drawings. Use figure dimensions only. (n n 16 s 12 6 12 s 12 s 12 s 1 2 s 1 6 1 " P g P g 14. All work to conform to the rules and regulations of the New York � V STRUCTURAL PANELS 8d (SEE TABLE 3.10) INTERIOR 19 2 12 12 6 6 1 6 12 6 12 6 12' 16 x8 poured concrete wall footings, 3000# test Energy Conversation Construction Code. All gazed area to be doubleUJ ZONE / / ( / / ) glazed and all exterior door to have insulated cores. DIAGONAL BOARD SHEATING PERIMETER 12 6 12 6 12 6 12 6 6 ' 6 6 6 6 6 4" 1 uredxco concrete floor aslab (with 6x6x 10 mesh and vapor barren 15. The insulation protection as indicated on these plans exceeds W 1"X6" OR 1"X8" 2-8d PER SUPPORT EDGE 16 ] 122 3 P # P ZONE 242 z i2 ' Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. Z 0 n' 6' 3 3 a 4 ♦ 4 11 11 11 30 x30 x12 deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and 1 X10 OR WIDER 3-8d PER SUPPORT CABLE ENDWALL RAKE OR RAKE TRUSS W ooKour elan s s s s 6 6'164 4 - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the ro ert of the Architect whether the project for ' 9AeLE ENDWALL RAKE OR RAKE 1Ru5s W/0 RAKE 0�£RHANO 6 6 6 6 6 6 66 6 6'16' 611631016' property y CEILING SHEATING BOARD SHEATHING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q O ,� U SHEATHING SIZE RAFTER on any other project except by written authorization of the Architect. r GYPSUM WALLBOARD 5d COOLERS 1 EDGE / 10 FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained for site supervision, on-site SPACING OR 10 0 BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil inspection and certifications as required or requested by the Owner, Q WALL SHEATHING SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. I X 6 OR 1 X 8 SHEATHING 12 - 19.2 21 2 21 21 21 21 2121 21 2 1-21 21 21 21 21 2 STRUCTURAL PANELS 8d SEE TABLE 3.10) 1 X 10 OR LARGER SHEATHING 12 - 19.2 313 3 3 3 3 3 3 3 3 3 3 3 3 3 Pour n0 concrete On frozen round Or in freezing 3 9 g water. O Provide 3 1/2 steel lally columns. FIREBOARD PANELS E= NAIL SPACING AT PANEL EGDE (IN) Backfill shall not be placed against the wall until the wall has sufficient �- Q 7/16- 6d 3" EDGE 6" FIELD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS / / 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backfill (Section R404.1.7.) CC 25/321P Sd 3" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS G 2, TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND z G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. GYPSUM WALLBOARD 5d COOLERS 1 EDGE / 10 FIELD 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT FOR COMMON NAIL Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 W HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: z PARTICLEBOARD PANEL 8d SEE TABLE 3.11 D (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4 plywood subfloor, fasten per Table 3.1 WFCM. SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LLQ - DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING p LOADS EXPOSURE C Fasten per Table 3.1 WFCM. U210 2X6 (n 1"X6" OR 1"X8" 2-8d PER SUPPORT 2-2x6 ACQ sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER0 UJ 1"X10 OR WIDER 3-8d PER SUPPORT SHEATHING LOCATION Finish floors per agreement. LTP4 16" O.C. AT EXTERIOR PERIMETER Q STUD SPACING BRACING WALL PERMITS MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL FLOOR SHEATHING 4-10d x 1 1/2" (SEE NOTE 1) OR PANEL SIDING FOR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with STRUCTURAL PANELS INH (SEE NOTE 3) (1/2" ANCHOR BOLTS)4" EDGE ZONE WFCM, Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: 16 E 6 1x6 fascia, wrap NOTE: 1' OR LESS 8d 6" EDGE / 12" FIELD I F 12 SEE NOTE 2 Overhangs as noted. SSP CONNECTOR AT 16" O.C. GREATER THAN 1" lOd 6" EDGE6" FIELD INTERIOR ZONE 16 F 6 Vinyl vented soffits. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING / 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1 �� X 5" LAG Tyvek housewrop. 2 / DIAGONAL BOARD SHEATING 1/2" plywood sheatin , see fastening schedule, MTS 36, 16" O.C. „ (TABLE 3.11 WFCM 2001 HIGH WIND EDITION g g Table plate 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 1 X6 OR 1X8 2-8d PER SUPPORT 2x4x Studs ® 16 o.c. with 2x4 shoe and double 2x4 plate WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board FLOOR TO FLOOR CONNECTION USE: 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE CTHREE sEcoNo G,sr wnro saoEo(MPH) 85 90 100 110 120 130 140 5/8Type X GWB in garage. (2) layers IGWB at fire partition MSTA 36, 16" O.C. 9A 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS 1/2�� MR GWB in wet areas USE (4)-8d NAILS AT EACH END Simpson Strong-Tie o STRUCTURAL SHEATHING 150 At least one window in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: NAILED 3" ON-CENTER AT THE PANEL EDGE E FIE FIE FIE FIE FIE FIE FIE F of section R310. p TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING sTuo MTS 36, EACH ROOF RAFTER U210 2X6 f- N Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: SHALL BE USED TO MAINTAIN THE LOAD PATH. (SEE NOTE 1 (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Q Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER „ 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 1216112 6112 12 12 12 12 12 4-10d x 1 1/2 U TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 2 s 12 s 12 s 12 s 12 6 12 6 12 6 12 6 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST PERIMETER EDGE 12 6 12 6 12 6 12 6 6 6 6 12 6 12 16 12 12 12 R905.6) DECK POST TO GIRDER CONNECTION USE: " ZONE 24 12 12 12 12 6 12 6 s 6 s SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 SIMPSON H-8 USE W/ONLY 5 BOARD SHEATHING OR LAP SIDING For roof slopes of two 2 units vertical in twelve 12 units horizontal 17- PC44 FOR EACH POST Q w ANCHOR BOLT (14 ) P ( ) ( ) ( [if 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER percent slope), o Li BP-3 PLATE p ( ) ( ) ( -percent sloe GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN " TRUSS MINIMUM NUMBER OF 8d COMMON NAILS u to four 4 units vertical twelve 12 units horizontal 33 p ), MTS12 ® EACH JOIST 7 MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underla ° U210 2X6 (EVERY STUD) STUD TO SI (SEE ANCHOR SCHEDULE, (SEE NOTE 1) (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T 1 x e OR I x e SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of PS720 (ALIGN WITH JOIST BELOW) �.. AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) ,-.10 oR LUwcER SHEATHING 12 - 24 3 3 3 3 3 3 3 3 3 3 3131 3 3 3 3 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT underlayment felt layers with and starting at the eaves , fastened sufficiently to ,ti SIMPSON E= NAIL SPACING AT PANEL E AT (IN) hold in place. PORCH POST TO GIRDER USE: PS720 / M HDU F= NAIL SPACING AT INTERMEDIATE SUPPORT'S IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: • (1(14) SDS Y4" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. overlapping H2.5A AT EACH ROOF RAFTER MIN EMBEDMENT 2• TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" CZ •q °• 3. FOR. FOR FRAMING MEMBERS WITH 0I42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGERE N (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED • ° FOR COMMON NAIL � °D °% ° '�° A-3.2 FOR LOCATION • ��• °'° n , �� ) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B Ice Protfction (Section R905.2.7.1) CONNECTIONS N N E C TI 0 N S e • 9 ,o MINIMUM DOUBLE STUD Underla - ° p• D , � ( ) yment in High wind (Section R905.2.7.2) � D°a .• •• ,o SIMSON STRONG - TIE Flashing (Section R905.2.8) STU Y BEARING PLATE o 4 Alt ° • �'� .a°•1' D I I I I, 1 1/4" COIL STRAP - 16" O.C. Chimney and firespaces - Chapter 10 "• V. e' D .'� °• a &1 a °• ' „ Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. D .'4 ••°• 0. % 6, Lia a' o . .e USE 4-8D NAILS 0 EACH STUD, Mechanical - Chapter 12 'e, a . , , . General Mechanical System - Chapter 13 FOR HEADER OR #-r A Q • v D o D D n o • ° ° • ° •v . o Heaitng and cooling equipment - Chapter 14 BEAM • " Exhaust Sustem - Chapter 15 > ' � X4'0. a � e• •D P • ' �' °• o DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct system - Chapter 16 Simpson Strong-Tie '� Z s D e D o D .,,e DA e oCombustion °• ° a °• c fiO•A',,44 o Chimneys and VentsC- Chapter 18 AC4 g r- ' A. SSP Plumbing Part VII AT EACH POST o ° SEE PLAN 1 3/4' IMUM °.'_°,%' .o a EDGE DISTANCE •°° 9 D HEADER LL' FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie I •° °• Q� CONNECTION KING STUDS CS20 19" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2-----,, JACK STUDS OVERLAP AT EACH L co SIMPSON STRONG - TIEstu0 x 1 1/4" COIL STRAP - 0 16" O.C. USE 4-8D SIDECOVER CNW NUT COUPLER NAILS AT EACH STUD 1 ° 0 MIN OVERLAP IS 12" ' MIN EDGE JACK FO SIL Y ®♦ _ � DISTANCE* o , SIMPSON STRONG-TIE RT2.5 H8 OR 1 1/4" COIL :s.. STHD8 "" •a:`.n�ad�:' :�� :•�; +� MIN EDGE SHEET N0. STOCK FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FORAB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT